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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC ASAMANNOOR | DHEMAJI | ASSAM | 787026 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹9.6 L+₹2,008.98 (0.21%)Rejected-AOC | L2 | Rejected-AOC Second lowest |
Tender Value
₹10.2 L
EMD Value
₹25,421
Closing Date
27 Aug 2024, 2:00 pmClosed
Assistant Executive Engineer PVIP Sub Division No2
Assistant Executive Engineer PVIP Sub Division no 2 Perumbavoor
Urgent rectification work for closing breach at UT near Ch 2/600km of Kodanad East branch canal
2024_Irrig_687163_1
ET-02/AEE2/PVIP/2024-25/S
Open Tender
Civil Works - Canal
Item Rate
180 days
kodanadu
Please refer tender documents
8 documents required · 8 mandatory
₹2,760
Yes
₹25,421
Yes
8 Jan 2025
22 Aug 2024
29 Aug 2024
22 Aug 2024
27 Aug 2024
22 Aug 2024
Amount
Rectification works
OD8350/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.50m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. data based on 60.1.2
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
P V OUSEPH
Bidder Name
P V OUSEPH
SUGATHAN C V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1069245.pdf
boq_comp_chart.xlsx
xlsx
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